A Study on the Elastic Wave Propagation in the Telecommunication Pole Having Different Subsurface End Condition

H.W. Kim; Dong Soo Kim; W.K. Kang

doi:10.4028/www.scientific.net/KEM.321-323.310

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HomeKey Engineering MaterialsKey Engineering Materials Vols. 321-323A Study on the Elastic Wave Propagation in the...

A Study on the Elastic Wave Propagation in the Telecommunication Pole Having Different Subsurface End Condition

Abstract:

Alternative construction methods and a simple method for identifying pole’s subsurface end condition using elastic wave propagation test were proposed. After twelve prototypes of poles having different subsurface end conditions were constructed, horizontal loading tests and elastic wave propagation tests were performed. It was found that there was a close correlation between the 1st resonant frequency and maximum pulling force. The results of this study will provide a key to identify the telecommunication pole’s foundation.

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Periodical:

Key Engineering Materials (Volumes 321-323)

Pages:

310-313

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.321-323.310

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Online since:

October 2006

Authors:

H.W. Kim, Dong Soo Kim, W.K. Kang

Keywords:

Elastic Wave Propagation, Lateral Loading Test, Telecommunication Poles

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References

[1] A.M. Digioia, Jr., and L.F. Rojas-Gonzalez: Rock Socket Transmission Line Foundation Performance: IEEE Transactions on Power Delivery, Vol. 9, No. 3 (1994), pp.1570-1576.

DOI: 10.1109/61.311208

Google Scholar

[2] Chih-Peng Yu: Determination of Pile Lengths Using Flexural Waves: Geotechnical Engineering Report GR95-3, Geotechnical Engineering Center, The University of Texas at Austin (1995).

Google Scholar

[3] Mary J. Sansalone, and William B. Streett: Impact-Echo Nondestructive Evaluation of Concrete and Masonry, Bullbrier Press, Ithaca, N.Y. (1997), pp.53-66.

Google Scholar

[4] Kim Dong Soo, and Kim Hyung Woo: Evaluation of the Base Condition of Drilled Shafts by the Impact-Echo Method, Geotechnical Testing Journal, ASTM, Vol. 27, No. 5 (2004).

DOI: 10.1520/gtj11696

Google Scholar